Statements (24)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
beam theory
mechanical engineering theory |
| gptkbp:accountsFor |
rotational bending effects
shear deformation |
| gptkbp:appliesTo |
beams with significant shear deformation
|
| gptkbp:assumes |
plane sections remain plane but not necessarily perpendicular to the neutral axis
|
| gptkbp:describes |
behavior of beams under load
|
| gptkbp:developedBy |
gptkb:Stephen_Timoshenko
|
| gptkbp:form |
partial differential equations
|
| https://www.w3.org/2000/01/rdf-schema#label |
Timoshenko beam theory
|
| gptkbp:ignores |
effects of warping
|
| gptkbp:improves |
gptkb:Euler-Bernoulli_beam_theory
|
| gptkbp:includes |
shear correction factor
|
| gptkbp:namedAfter |
gptkb:Stephen_Timoshenko
|
| gptkbp:publishedIn |
1921
|
| gptkbp:relatedTo |
dynamic analysis of beams
static analysis of beams |
| gptkbp:usedFor |
analyzing short beams
analyzing thick beams |
| gptkbp:usedIn |
mechanical engineering
structural engineering |
| gptkbp:bfsParent |
gptkb:Euler–Bernoulli_beam_theory
gptkb:Stephen_Timoshenko |
| gptkbp:bfsLayer |
6
|